The Lower Road demonstration used SIP-1111™ to formulate PG 58-28 binder from hard 30-penetration asphalt. The 30% RAP mix raised the reported cracking-test indices and recorded 5.1 mm Hamburg deformation versus 4.5 mm for the 15% RAP control at 45°C.
One section of the Indiana Soybean Alliance parking-lot demonstration paired 40% RAP with BioMAG™ and supplemental SIP-1111™, reaching approximately PG 64H-28 and exceeding the project summary's cracking thresholds.
A city-street demonstration in St. Joseph paired 25% RAP with BioMAG™ and retained the modified binder's continuous performance-grade range after recovery.
The BioCentury Research Farm demonstration paired 18% RAP with a 6% BioMAG™ and 2% SBS formulation that delivered a broad continuous binder grade range and strong MSCR recovery.
A BioMAG™ section built with 20% RAP entered accelerated truck traffic at the NCAT Test Track in 2018 and accumulated approximately 20 million ESALs with minimal surface distress.
A Mason City demonstration reports higher CT Index and DCT fracture energy for its 45% RAP SIP-1111™ design than for the matched 45% RAP TuffTrek design.
A 500-ton Indianapolis parking-lot trial compared 40% RAP with SIP-1111™ against a 25% RAP control, measuring recovered-binder, DCT, and Hamburg performance.